EN 13139:2002
(Main)Aggregates for mortar
Aggregates for mortar
This European Standard specifies the properties of aggregates and filler aggregates obtained by processing natural, manufactured or recycled materials and mixtures of these aggregates for use in mortar, e.g.,
a) masonry mortar,
b) floor/screed mortar,
c) surfacing of internal walls (plastering mortar),
d) rendering of external walls,
e) special bedding materials,
f) repair mortar,
g) grouts,
for buildings, roads and civil engineering works.
This standard does not cover filler aggregates to be used as a constituent in cement or as other than inert filler aggregates for mortars or aggregates to be used in the surface layer of industrial floors.
It provides for the evaluation of conformity of the products to this European Standard.
NOTE 1 The requirements in this European Standard are based upon experience with aggregate types with an established pattern of use. Care should be taken when considering the use of aggregates from sources with no such pattern of use, e.g., recycled aggregates and aggregates arising from certain industrial by-products. Such aggregates, which should comply with all the requirements of this European Standard, could have other characteristics not included in Mandate M 125 that do not apply to the generality of aggregates types with an established pattern of use and when required, provisions valid at the place of use can be used to assess their suitability.
NOTE 2 Properties for lightweight aggregates are specified in prEN 13055-1.
Gesteinskörnungen für Mörtel
Diese Europäische Norm legt die Eigenschaften von Gesteinskörnungen und Füller fest, die durch Aufbereitung natürlicher, industriell hergestellter oder rezyklierter Materialien und ihrer Mischungen gewonnen werden und für die Verwendung im Mörtel, z. B.:
a) Mauermörtel;
b) Estrichmörtel;
c) Innenputzmörtel;
d) Außenputzmörtel;
e) besondere Vergussmörtel;
f) Reparaturmörtel;
g) Einpressmörtel
bestimmt sind, der in Gebäuden, Straßen und Ingenieurbauten verwendet werden soll.
Diese Norm gilt nicht für Füller, die als Bestandteil von Zement oder als nicht inerte Füller für Mörtel verwendet werden sollen.
Sie enthält Festlegungen für die Bewertung der Konformität von Produkten nach dieser Europäischen Norm.
ANMERKUNG 1 Die Anforderungen dieser Europäischen Norm basieren auf Erfahrungen mit Gesteinskörnungsarten, die sich in der Anwendung bewährt haben. Die Verwendung von Gesteinskörnungen aus Bezugsquellen ohne eine derartige Bewährung, wie z. B. von rezyklierten oder in einem industriellen Prozess entstandenen Gesteinskörnungen, sollte sorgfältig geprüft werden. Derartige Gesteinskörnungen könnten trotz Übereinstimmung mit sämtlichen Anforderungen dieser Europäischen Norm Eigenschaften besitzen, die nicht im Mandat M 125 erfasst sind und die nicht für die Gesamtheit der Gesteinskörnungsarten mit einer bewährten Anwendung gelten. Falls erforderlich, können für die Beurteilung ihrer Eignung die am jeweiligen Verwendungsort geltenden Vorschriften herangezogen werden.
ANMERKUNG 2 Die Eigenschaften von leichten Gesteinskörnungen sind in prEN 13055-1 festgelegt.
Granulats pour mortiers
Cette Norme Européenne spécifie les caractéristiques des granulats et des fillers élaborés à partir de matériaux naturels, artificiels ou recyclés et de mélanges de ces granulats utilisés dans les mortiers, par exemple :
a) mortier de maçonnerie ;
b) mortier pour chape ou plancher ;
c) surfaçage des parois intérieures (mortier pour enduit) ;
d) enduit des parois extérieures ;
e) matériaux spéciaux de scellement ;
f) mortier pour réparation ;
g) mortier de joint,
pour les bâtiments, routes et travaux de génie civil.
Cette norme ne traite pas des fillers utilisés comme composant de ciment ou pour une utilisation autre que celui de fillers inertes pour mortiers ou granulats utilisés dans la couche de surface des sols industriels.
Elle comprend l'évaluation de la conformité des produits avec la présente Norme Européenne.
NOTE 1 Les exigences de la présente Norme Européenne sont fondées sur l'expérience acquise avec des types de granulats disposant d'un mode d'utilisation établi. Il convient de prêter une attention particulière aux granulats dont le mode d'utilisation n'est pas établi, par exemple les granulats recyclés ou les granulats issus de certains produits industriels dérivés. Ces granulats qui doivent répondre aux exigences de cette Norme Européenne, pourraient avoir d'autres caractéristiques non mentionnées dans le mandat M 125 et ne s'appliquant pas à l'ensemble des granulats disposant d'un mode d'utilisation établi. Le cas échéant, des dispositions en vigueur sur le lieu d'utilisation peuvent être adoptées pour évaluer leur aptitude à l'emploi.
NOTE 2 Les caractéristiques des granulats légers sont spécifiées dans le prEN 13055-1.
Agregati za malte
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Aggregates for mortarAgregati za malteGranulats pour mortiersGesteinskörnungen für Mörtel91.100.15Mineralni materiali in izdelkiMineral materials and productsICS:SIST EN 13139:2002enTa slovenski standard je istoveten z:EN 13139:200201-september-2002SIST EN 13139:2002SLOVENSKI
STANDARD
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 13139May 2002ICS 91.100.15English versionAggregates for mortarGranulats pour mortiersGesteinskörnungen für MörtelThis European Standard was approved by CEN on 25 March 2002.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards may be obtained on application to the Management Centre or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the responsibility of a CEN member into its own language and notified to the Management Centre has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece,Iceland, Ireland, Italy, Luxembourg, Malta, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2002 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 13139:2002 E
Guidance on the description of coarseness/fineness of aggregates for mortars.14Annex B (normative)
Reduced grading tolerances on producer’s declared typical grading for fineaggregate.15Annex C (normative)
Assessment of fines — Guidance on the use of the sand equivalent value (EN933-8) and methylene blue value (EN 933-9).16Annex D (informative)
Guidance on the effects of some chemical constituents of aggregates on themortar in which they are incorporated.17Annex E (normative)
Factory production control.19Annex F (informative)
Specific information which can be required for the description of an aggregatefor particular end uses.24Annex ZA (informative)
Clauses of this European Standard addressing essential requirements orother provisions of EU Directives.25Bibliography.34
Care should be taken when considering the use of aggregates from sources with no such pattern of use, e.g.,recycled aggregates and aggregates arising from certain industrial by-products.
Such aggregates, which should comply with allthe requirements of this European Standard, could have other characteristics not included in Mandate M 125 that do not applyto the generality of aggregate types with an established pattern of use and when required, provisions valid at the place of usecan be used to assess their suitability.NOTE 2Properties for lightweight aggregates are specified in prEN 13055-1.2 Normative referencesThis European Standard incorporates by dated or undated reference, provisions from other publications.
Thesenormative references are cited at the appropriate places in the text and the publications are listed hereafter.
Fordated references, subsequent amendments to or revisions of any of these publications apply to this EuropeanStandard only when incorporated in it by amendment or revision.
For undated references, the latest edition of thepublication referred to applies (including amendments).EN 932-1, Tests for general properties of aggregates — Part 1: Methods for sampling.EN 932-5, Tests for general properties of aggregates — Part 5: Common equipment and calibration.EN 933-1, Tests for geometrical properties of aggregates — Part 1: Determination of particle size distribution —Sieving method.EN 933-3, Tests for geometrical properties of aggregates — Part 3: Determination of particle shape
— Flakinessindex.EN 933-7, Tests for geometrical properties of aggregates — Part 7: Determination of shell content — Percentage of shells in coarse aggregates.EN 933-8, Tests for geometrical properties of aggregates — Part 8: Assessment of fines – Sand equivalent test.EN 933-9, Tests for geometrical properties of aggregates — Part 9: Assessment of fines – Methylene-blue test.EN 933-10, Tests for geometrical properties of aggregates — Part 10: Assessment of fines — Grading of fillers (air jetsieving).
When required, the tests specified in clause 5 shall becarried out to determine appropriate geometrical properties.5.2 Aggregate sizes5.2.1All aggregates shall be described in terms of aggregate sizes using the designations d/D except foraggregates added as fillers which shall be described as filler aggregate.5.2.2Aggregate size shall be described by the pair of sieve sizes in millimetres with d as the lower limitdesignation and D as the upper limit designation sieve between which most of the particle size distribution lies, (e.g.0/4 mm,0/2 mm, 2/4 mm, etc.).
The following aggregate sizes are preferred:0/1 mm, 0/2 mm, 0/4 mm, 0/8 mm, 2/4 mm, 2/8 mm5.3 GradingThe grading of aggregates, determined in accordance with EN 933-1, shall conform to the following requirements asappropriate to their aggregate size (d/D).5.3.1 Oversize and undersize limitsAggregates sizes specified in 5.2.3 shall conform to the oversize and undersize limits given in Table 1, except whereotherwise specified for special uses.Table 1 — Oversize and undersize limitsLimits in percentage passing by massOversizeUndersizeAggregatesizesmm2 D a1,4 D bD cd0,5 d b0/10/20/410010010095 to 10095 to 10095 to 100 85 to 99 85 to 99 85 to 99------0/810098 to 10090 to 99--2/42/810010095 to 10098 to 10085 to 9985 to 990 to 200 to 200 to 50 to 5aWhere essential for special purposes the sieve on which 100 % passes may be specified at avalue less than 2 D. For thin layer mortar (0/1) 100 % shall pass D.bWhere the sieves calculated as 0,5 d and 1,4 D are not exact numbers in theISO 565:1990/R20 series the next nearest sieve size shall be adopted.cIf the percentage passing D is > 99 % by mass, the producer shall document and declare thetypical grading including t
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